Loading...
2008, 01-09 Permit App 07002804 DuplexProject Number: 07002804 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: DUPLEX W/ATT GAR Setbacks: Front 23 Left: 20 Right: 47 Rear: 20 Site Information: Plat Key: Name: Range Date: 01/09/2008 Page 1 of 4 Contact: WILLIE'S CUSTOM HOMES Address: 1170 S VALLEYVIEW RD C - S - Z: POST FALLS, ID 83854 Phone: (208) 818-3156 Group Name: Project Name: f L7'2 S I District: Nort Parcel Number: 45162.1019 Block: SiteAddress: 10725 E BROADWAY AVE Location:: CSV Zoning: UR-3.5 Water District: Urban Residential 3.5 Area: 34,759 Sq Ft Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 ReviewInformation:........................................................................................................._.. Lot: Owner: Name: TAYLOR, GEORGE Address: PO BOX 421 NEWPORT, WA 99156- Hold: Depth: 0 Right Of Way (ft): 0 Review Building Plan Review Released By: Driveway/Approach Originally Released: 07/23/2007 By: TMELBOU Released By: SEE CONDITION Originally Released: 01/08/2008 By: mturbak Landuse/Zoning/HE Conditions Released By: Originally Released: 11/02/2007 By: mpalaniuk Operator: JD Printed By: MT Print Date: 01/09/2008 Project Number: 07002804 Inv: `I Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Sewer Review Permits: Date: 01/09/2008 Page 2 of 4 Released By: OK PER BILLY URHAUSEN VIA PHONE CALL -CUSTOMER WILL PERMITS LATER -PER AGREEMENT WITH BILLY @ CTY-JM Originally Released: 11/01/2007 By: JLMain Contractor: WILLIE'S CUSTOM HOMES Address: 1170 SVALLEYVIEW RD POST FALLS, ID 83854 Building Characteristics Building Height 25 Building Permit Firm: WILLIE'S CUSTOM HOMES Phone: (208) 818-3156 This Application: Total Project: Description Grp Type Notes So Ft Valuation Sci Ft Valuation 1&2 FAMILY R-3 VB 1280 SQ 0 $103,940.80 0 $103,940.80 FT - FNDTN 2ND FLOOR R-3 VB 1,952 $145,775.36 1,952 $145,775.36 COV DECK R-3 VB 56 $840.00 56 $840.00 GARAGE U-1 VB 672 $12,768.00 672 $12,768.00 Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW < 7999 SQ FT Totals: 2,680 $263,324.16 2,680 $263,324.16 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Fee Amount $1,912.15 $4.50 $764.86 Permit Total Fees: $2,681.51 Operator: JD Printed By: MT Print Date: 01/09/2008 Project Number: 07002804 Inv: .1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Mechanical Permit Date: 01/09/2008 Page 3 of 4 Contractor: PEARSON MECHANICAL INC Finn: PEARSON MECHANICAL INC Address: 4813 S QUINIMOSE RD Phone: (509) 927-4596 LIBERTY LAKE, WA 99019 Item Description Units Unit Desc Fee Amount DUCT SYSTEMS X NUMBER OF $I9:10a-- GAS WATER HEATER ,1- NUMBER OF $DAO' GAS APPLIANCE >100,000BTU ,Y NUMBER OF '$ (f� VENTILATING FANS .� NUMBER OF $59:OD CLOTHES DRYER NUMBER OF $10:00' GAS APPLIANCE - MISC. ,1' NUMBER OF $10.00 Permit Total Fees: Plumbing Permit $105.00 Contractor: PEARSON MECHANICAL INC Firm: PEARSON MECHANICAL INC Address: 4813 S QUINIMOSE RD Phone: (509) 927-4596 LIBERTY LAKE, WA 99019 Item Description Units Unit Desc Fee Amount TOILETS/BIDETS NUMBER OF $18.00 SINKS .7 NUMBER OF $42.00 TUBS -3' NUMBER OF $18.00 DISH WASHERS ,JY NUMBER OF $6.00 GARBAGE DISPOSAL NUMBER OF $6.00 CLOTHES WASHER X NUMBER OF $6.00 FLOOR DRAINS j/NUMBER OF $6.00 Permit Total Fees: $102.00 Operator: JD Printed By: MT Print Date: 01/09/2008 Project Number: 07002804 Inv: .1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 01/09/2008 Page 4 of 4 CONSTRUCTION CERTIFICATION OF PRIVATE DRIVEWAY REQUIRED BEFORE ISSUANCE OF OCCUPANCY APPROVAL - PER K.MILLER EMAIL DATED 11/6/2007 - MT FOR 10705 E BROADWAY & 10725 E BROADWAY (SHP-37-06), A 6 FOOT HIGH SIGHT OBSCURING FENCE MUST BE INSTALLED ON THE WEST, NORTH & EAST PROPERTY LINES PRIOR TO ANY BUILDING PERMIT-MH Permit Type Building Permit Mechanical Permit Plumbing Permit Fee Amount $2,681.51 $105.00 $102.00 Invoice Amount $2,681.51 $105.00 $102.00 $2,888.51 $2,888.51 Amount Paid $0.00 $0.00 $0.00 Amount Owine $2,681.51 $105.00 $102.00 $0.00 $2,888.51 Disclaimer: Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: JD Printed By: MT Print Date: 01/09/2008 Project Number: 07002804 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: DUPLEX W/ATT GAR Setbacks: Front 23 Left: 20 Right: 47 Rear: 20 Site Information: Plat Key: Name- Range Contact: WILLIE'S CUSTOM HOMES Address: 1170 S VALLEYVIEW RD C - S - Z: POST FALLS, ID 83854 Phone: (208) 818-3156 Group Name: Project Name: Date: 11/6/2007 Page 1 of 3 District: Nort Parcel Number: 45162.1019 Block: SiteAddress: 10725 E BROADWAY AVE Location:: CSV Zoning: UR-3.5 Water District: Area: 34,759 Sq Ft Urban Residential 3.5 Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings- 0 Review Information: Lot: Owner: Name- TAYLOR, GEORGE Address: PO BOX 421 NEWPORT, WA 99156- Hold: E Depth: 0 Right Of Way (ft): 0 Review Building Plan Review Released By: Driveway/Approach Originally Released: 7/23/2007 By: TMELBOU Released By: Landuse/Zoning/HE Conditions Released By: Sewer Review Originally Released: 11/2/2007 By: mpalaniuk [-Released By: OK PER BILLY URHAUSEN VIA PHONE CALL -CUSTOMER WILL PERMITS LATER -PER AGREEMENT WITH BILLY @ CTY-JM Originally Released: 11/1/2007 By: JLMain Operator: JD Printed By: JD Print Date: 11/6/2007 Project Number: 07002804 Permits: Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Contractor: WILLIE'S CUSTOM HOMES Address: 1170 SVALLEYVIEW RD POST FALLS, ID 83854 Building Characteristics Building Height 25 Building Permit Description Grp ISc Notes 1&2 FAMILY R-3 VB 2ND FLOOR R-3 VB COV DECK R-3 VB GARAGE U-1 VB Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RV W < 7999 SQ FT Date: 11/6/2007 Page 2 of 3 Finn: WILLIE'S CUSTOM HOMES Phone: (208) 818-3156 This Application: Total Project: Sq Ft Valuation Sq Ft Valuation 1,280 5116,940.80 1,280 $116,940.80 1,952 $145,775.36 1,952 $145,775.36 56 $840.00 56 $840.00 672 $12,768.00 672 $12,768.00 Totals: 3,960 $276,324.16 3,960 $276,324.16 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Contractor: PEARSON MECHANICAL INC Address: 4813 S QUINIMOSE RD LIBERTY LAKE, WA 99019 Item Description DUCT SYSTEMS GAS WATER HEATER GAS APPLIANCE >100,000BTU VENTILATING FANS CLOTHES DRYER GAS APPLIANCE - MISC. Fee Amount $1,984.95 $4.50 $793.98 Permit Total Fees: $2,783.43 Mechanical Permit Firm: PEARSON MECHANICAL INC Phone: Units Unit Desc 1 NUMBER OF 1 NUMBER OF 1 NUMBER OF 5 NUMBER OF 1 NUMBER OF 1 NUMBER OF Permit Total Fees: (509)927-4596 Print Date: Fee Amount $10.00 $10.00 $15.00 $50.00 $10.00 $10.00 $105.00 11/6/2007 Operator: JD Printed By: JD Project Number: 07002804 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Contractor: PEARSON MECHANICAL INC Address: 4813 S QUINIMOSE RD LIBERTY LAKE, WA 99019 Item Description TOILETSBIDETS SINKS TUBS DISH WASHERS GARBAGE DISPOSAL CLOTHES WASHER FLOOR DRAINS Notes: Plumbing Permit Date: 11/6/2007 Page 3 of 3 Firm: PEARSON MECHANICAL INC Phone: (509)927-4596 Units Unit Desc 3 NUMBER OF 7 NUMBER OF 3 NUMBER OF 1 NUMBER OF 1 NUMBER OF 1 NUMBER OF 1 NUMBER OF Permit Total Fees: Fee Amount $18.00 $42.00 $18.00 $6.00 $6.00 $6.00 $6.00 $102.00 FOR 10705 E BROADWAY & 10725 E BROADWAY (SHP-37-06), A 6 FOOT HIGH SIGHT OBSCURING FENCE MUST BE INSTALLED ON THE WEST, NORTH & EAST PROPERTY LINES PRIOR TO ANY BUILDING PERMIT-MH Payment Summary: Permit Type Building Permit Mechanical Permit Plumbing Permit Fee Amount $2,783.43 $105.00 $102.00 Invoice Amount $2,783.43 $105.00 $102.00 $2,990.43 $2,990.43 Amount Paid $0.00 $0.00 $0.00 Amount Owing $2,783.43 $105.00 $102.00 $0.00 $2,990.43 Disclaimer: Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Print Date: 11/6/2007 Operator: JD Printed By: JD Project Number: 07002804 Inv. •, Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Date: 7/19/2007 Page 1 of 3 yr Permit Use: DUPLEX W/ATT GAR Setbacks: Front 23 Left: 20 Right: 47 Rear: 20 Site Information: Plat Key: Name- Range Contact: WILLIE'S CUSTOM HOMES Address: 1170 S VALLEYVIEW RD C - S - Z: POST FALLS, ID 83854 Phone: (208) 818-3156 Group Name: Project Name: District: Nort Parcel Number: 45162.1019 Block: SiteAddress: 10715 E BROADWAY AVE Location:: CSV Zoning: UR-3.5 Water District: Area: 34,759 Sq Ft Urban Residential 3.5 Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Review Building Plan Review Lot: Owner: Name: TAYLOR, GEORGE Address: PO BOX 421 NEWPORT, WA 99156- Hold: ❑ Depth: 0 Right Of Way (ft): 0 Released By: T—i..t. T 20/ 7 Driveway/Approach Released By: Landuse/Zoning/IiE Conditions Released By: Sewer Review Released By: Operator: JD Printed By: JD Print Date: 7/19/2007 Project Number: 07002804 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Inv: Contractor: WILLIE'S CUSTOM HOMES Address: 1170 SVALLEYVIEW RD Phone: (208) 818-3156 POST FALLS, ID 83854 Building Characteristics Building Permit Date: 7/19/2007 Page 2 of 3 Building Height 25 Description Grn Type 1&2 FAMILY R 3 VB 2ND FLOOR R-3 VB GARAGE U-1 VB 77, Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW < 7999 SQ FT Notes Firm: WILLIE'S CUSTOM HOMES This Application: Total Project: Sq Ft Valuation Sq Ft Valuation 1,280 $116,940.80 1,280 $116,940.80 1,952 $145,775.36 1,952 $145,775.36 o t-- 672 $12,768.00 672 $12,768.00 Totals: 3,904 $275,484.16 3,904 $275,484.16 Units Unit Desc Fee Amount 1 SELECT $1,979.35 1 SELECT $4.50 1 SELECT $791.74 Contractor: PEARSON MECHANICAL INC Address: 4813 S QUINIMOSE RD LIBERTY LAKE, WA 99019 Item Description DUCT SYSTEMS GAS WATER HEATER GAS APPLIANCE >100,000BTU VENTILATING FANS CLOTHES DRYER GAS APPLIANCE - MISC. Permit Total Fees: $2,775.59 Mechanical Permit Firm: PEARSON MECHANICAL INC Phone: (509) 927-4596 Units Unit Desc 1 NUMBER OF 1 NUMBER OF 1 NUMBER OF 5 NUMBER OF 1 NUMBER OF 1 NUMBER OF Operator: JD Printed By: JD Permit Total Fees: Print Date: Fee Amount $10.00 $10.00 $15.00 $50.00 $10.00 $10.00 $105.00 7/19/2007 Project Number: 07002804 In Application Date: 7/19/2007 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: DUPLEX W/ATT GAR Page 1 of 3 Setbacks: Front 23 Left: 20 Right: 47 Rear: 20 Site Information: Plat Key: Contact: WILLIE'S CUSTOM HOMES Address: 1170 S VALLEYVIEW RD C - S - Z: POST FALLS, ID 83854 Phone: (208) 818-3156 Group Name: Project Name: Name: Range District: Nort Parcel Number: 45162.1019 Block: SiteAddress: 10715 E BROADWAY AVE Location:: CSV Lot: Owner: Name: TAYLOR, GEORGE Address: PO BOX 421 NEWPORT, WA 99156- Zoning: UR-3.5 Urban Residential 3.5 Water District: Hold: E Area: 34,759 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: a..„. , , Review Building Plan Review /6 12eleaSed:Bi,::::?::.Erir(CkS:::4•;iN,,, :Hy::: Driveway/Approach Released By • • •••• ••••••••••••--- Landuse/ZoningifIE Conditions Released By: Sewer Review Permits: Released By: Operator: JD Printed By: JD Print Date: 7/19/2007 jValley. Community Development Residential Construction Permit Application Permit Cente* 11703 E Spi z. Ave; Suite B-3 Spokane Valley, WA 992Q6 (509)688-0036 FAX: (509)688-0037 www.spokanevallev.org • ?ERMIT NUMBER: PERMIT FEE: New Construction n Addition/Remodel n Other: ❑ Accessory Bldg Deck SITE ADDRESS: 1 071 5 Broadway, Spokane Valley, Wa./SHP-37-06; REZ-28-06 ASSESSORS PARCEL NO: LEGAL DESCRIPTION: Section 16, Township 25 North Range 44 East, W.M. Building Owner: Name: Taylor, George Address: 1 1 91 0 Alaska Loop City: Hayden _ State: Idaho Zip: 8 3 8 3 5 Phone: 208-640-9807 Fax: Contact Person Name: Willie Nevarez Phone: 208-818-3156 Contractor: Name: Willie Nevarez Address: 1170 South Valleyview Road City: Post Falls State: Idaho Zlp'83854 Phone: 208-81 8-31 56 Fax: 208-777-0708 Contractor Lic ExpDate:01 /1 7/2009 City Business Lic. No: Describe the scope of work in detail: Cost of Project: $272, 000.00 From excavation of the foundation of the Duplex thru all phases of construction to complete per plan print&spes.(Turn Key).withsthe exemption of sidewalks and driveways shown. - Proposed Use: Rentals nr fc,r snip_ **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: 25' DIMENSIONS: - 68'x32' # OF STORIES: Two TOTAL HABITABLE SPACE: 3232 S.F. MAIN FLOOR TO SQ. FTG: 1280 .1.- 2N FLOOR SQ. FTG: 1952 — UNFIN BASEMENT SQ. FTG: N/A IMPERVIOUS SURFACE AREA: FINISHED BASEMENT SQ. FTG: N/A GARAGE SQ. FTG: 672 '- - DECK/COV. PATIO SQ. FTG: S N/A 30% SLOPES ON PROPERTY: N/A # OF BEDROOMS: Four CONSTRUCTION TYPE: Duplex HEAT SOURCE: Heat Gas Furnace with pump SEW ERZ SB e? SEWER The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling, the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional information may be required to be submitted, and subsequently approved before this application can be processed. SIGNATURE: Z� Method of Payment: ❑ Cash Bankcard #: Authorized Signature: REVISED 2/15/07 ❑ Check DATE: -.t-1 g ❑ Mastercard ❑ VISA Expires: VIN#: y I �I, 2007 07./13/2007 15: 43 509927e1' q5 FROM :WILLIES CUSTOM HOMES PEARSON MECHANT'''L PAGE 04/ 4 FAX NO. :777+0708 J 14 2007 139:42AM P1 • Pc,mitCenter WTLLIE I S CUSTOM HOMES 11703E Sprague Ave. Suite B.3 Slr;kanr Va11cy, WA 9920G 0(509)688-0036 PAX:(509)688-0037 Community Development °lra,spr►kanr vaFls.t.ara Mechanical Permit Application [I Commercial [I Residential ME ADDRESS: j 0715 Broadway, Spokane Valley, Washin3ton/S i?-37-06. REZ-28--06 I dildin .P"?rr • - - a .,.,.:, Name: ay3t1rr harlr{j� Phann:._._•,., Address: / ! >f(' /4I ` •-?, di C.lY- • `JFxuW: Zijl: ftlitr or :., f� • ) - kp . .:: ; iti7 -k _ - ,� ii42.„, .: C'..l -SAY //�`�. c-17 �'� . .' a �• Add 86, > rG cty . f. �` to e •T'�'`�! f- �%f- Star a `.� G`1 / Q 4ttiCI1$C•NO: ei> it-'s _fi.25-i73 City BosinessL.1C. I - -- DESCRIPTION OF WORK II OF uNr rB C0S'1 c TQ1A1. AMOUNT FUEL BURNIttG APPLIANCE Equa110 or 1e55 than 100,000 X ! $1200 2 3 4 5 6 7 FUEL BURNING APPLIANCE UNLISTED APPUANCE (Adfiilor 1 Fad) UNLISTED APPLIANCEFos) More Man 1004000 Equal to Or toss than 400,000 Moro 1114e C120,000 U3E0 APPLIANCE (v EC min. AFUE retfrlp) Equal 10 Or I9.9E1.0e0 g00,0d0 USED APPLIANCE (W$EC nve. AFUE ro1m0) Moro f :01400,00o BOILER/REFRIGERATION 1-103MSTU X S16.O0 /5.4=30 x ! $6o,00 x swoop x x 5100,00 $12.00 ft 0 10 11 12 BOILFRIRFFRIGFRAT1{)N BOILER/REFRIGERATION BOILER/REFRIGERATION BOILER/REFRIGERATION GAS LOG, OAS INSERT, GAS FIREPLACE 13 RANGE 14 DRYER 15 10 17 18 10 FUEL 1 URNING WATER HEATMri MISC. FUEL, DURNIN: AP�LIANCE CAS Pt?jNS, (voh outIntl DUCT SYSTEMS VENTILATING FANS 20 21 22 23 AIR HANDLER 1POEs NOT lnelud* dudlnp)1 AIR HANDLER (DOES NOT mown aaCSno EVAPORATIVE COOLERS TYPE IHOOD 101 - 500M BTU 501-1,000M BTU 1.001 1.750M BTU Moro than 1,760M BTU X x X L 320.00 i $25.00 J130.00 x .00 510.00 X $10.00 Equal to or lostp then 1 _,tS 0PM x $10.00 lv. X 31e.00 ja• oa x $10,00 a ZG - X S1.00 = /"O. OO X S10.00 X :12,00 Gower/ran loom CFM X 2a TYPE II H000 . 0t HRAT PUMP/AIR CONDITIONER 28 21' AIR CONQIT AIR CONDITIONER 4a AIR CONDIT10NEA. x $15,00 S10.00 03TON 4-15 TON 1530TON x $s000 $10,00 X 012.00 x L saw x a2s.Iio 30.50 YON 20 30 AIR CONDITIONER LPG STORAGE TANt� 31 WOOD OR PELLET 3TOYFJIN3ERT mtitnaltan GO TON X t-LR !NY $00.00 .._ $10.00 32 34 WOOD STOVE - FREE S I ANU!N( REPAIR & AGSDITIONS &10.00 VENTtLATtON SYSTEms 35 313 VENTILATION MECHANICAL EXHAUST INCINERATOR -RESIDENCE 3 INCINERATOR - GOd11MSERCIA1. METHOD OF PAYI TENT: ['CASH CHECK © VISA Gi MC CARD #: MITT torttZED SIOIATURE; R'SPlRE^o: V1H: x 25.00 - x r - S15.0o S12.o0 H L $12.00 ■ #22ao tuirro1At1`' PRZCit,> jSSING FI165 Sse.ua TOTAL PERMIT FEE DUE 3 30 r 2.q a 07/18/2007 15:48 509927'-96 FROM :W ILLIES CUSTOM HOMES PEARSON MECHAN—AL F4X NO, :777+0708' PAGE 01`04 Jul. 14 2007 09:42AM P2 Penpit Ccntcr WILLIE'S CUSTOM HOMES 1 ntys E Spmsuo mc, suite B-3 SkmeVal,FW: 99206 1 ERMITiRMBER:Ley 00KiSS03 (ommmlry OnvMotmeM wwwnPokeeevgxyp}s ERMITfEE: Plumbing Permit Application ❑ Commercial ® Residenti,� srrr. Annemisz 10715 Broadway. S Okane Valley, Wa,/SIIP-37-0E; REZ-28-06 ., Name: 7.�Y7a0R� Gea T'Cf'2 imano; Fi Address: CRY. S te: Zip: Conyequtor. - Nwie: KEN Pears Pool«5.59 9ct-6zlfi' rnx• Address; - P_a, Rex_ £ a. R city: I—i.5,.--e ' ate: Zr Liaanse No: Y .psS m.27. 9 S! rr5 City Business lic: .. 1 ...- Name: /ce4 P EA R.3041 Piano:. %/`T 1_62'k, W J DESCRIPTION OF WORT( AOF UNITS COST ! mm' TOTAL AMOUNT 1 TOILETS .....34 URINALS 0 X S6.00 = / Y cr.— s ryes di $e.ao _ A SHOWERS (PER TRAP) RATH, STALL, CN-SITE AULT ' uI Sa.00 .• _ e SINKS LAVSSASINS, BAR, FLOOR, KITCHEN, LAUNPRY, UTILITY, JANITOR PHOTO. X-RAY, F00D, PREP/CULINARY MEAD 7 7( 1 Sean .. e�c7 y.2- 41/3`- 6. 8 DISHWASHER 1 Y1 6E.00 = 7 CLOTHES WASHER `_ X i 56,00 0 B GARBAGE DISPOSAL / 4 Se.00 = 9 WATER SOFTENER )II Moo= 1a ELECTRIC WATER HEATER NOTE; IF GAS. SEE MECHANICAj. kli IISe,00 11 FLOOR DRAIN6 AREA, CASE. COIL TRENCH. GONOINSATF / X. $R.00 = De-, 12 ROOF DRAINSIOVERFLOWDRAINS x; Se OD a .1 rCUNTPJNS. ORTJKINC XI Se.00 = 14 WATER PIPINGIDRAIN•N WASTE. . VENT, PLUMBING. REVERSAL NSTALLATION. ALTERATION. REPAIR REVERSALS XI $e.00 15 =WACn EJECTOR GRSNDER,SUMPPUMP Ki_ . moo _ 16 WATER USING DEVICE ICE AN/OR COFFEE MAKER, HOSE BIB, STEAMER PROOFER, CARBONATOR, SWAMP cOOLsR X I Se.00 17CROSS CON(JECTIpN pkvi E VACUUM BREAKER. CHECK VALVE. AND R.P.B.RD. FOR VATS, TANKS, Ef LERS w S8.00 = is INTERCEM CTSE CREASE TRAP, SAND TRAP, CHEMICAL HOLDING TANK X. S8.r10 -18 MEDICAL GAS (aer outlet) NITROUS, OXYGEN X S8.00 - 20 MISCELLANEOUS PLUMBING FDMJRE Xi Stl.00 = 21 PRIVATE SEWAGE DISPOSAUSYS X' S20.00 : INDUBTRIAL WACT6 JNTERCCPTOR )d; S15_oo METHOD OF PAYMENT: CCABI I CI CHECK M %ISA D MC EXPIIsa. Card?' YIN: nUBjOTAL Ili • g� Sa0p0 PROLE l FEE TOTAL PERM FEE DUE: _ j 3 1 , 00 AUTHORIZED SIGNATURE.; Rmnsnnnrzmos 1 141 Z.,oI �L 4 _ iZrZS5 sM Pailo N PATIO 'hu Fuc -y- IAT ! - ro 2-S7oR( I 12 STb�i r/7 -O" N NI Cu 'Du Lek � M r �� IIIb ICra 161b Loth - { v 5 �al ct im SITE c 1-- — i P N OF RECORD APPROVED BY.—� 0 DATE: N o PROJECT D �' o N D i Gxlsr.Ib�csc s►T� F At1J N ItsilS - W `i I�- sl-1P�Gti a-Q� N 2zd j he-cGSS Sr. Mkz-:vT I � N - 132[�1�1JW Xki � L Page 1 of 1 Mike Turbak From: Freier, Rick[FreierR2@SpokaneValleyFire.com] Sent: Monday, January 07, 2008 11:38 AM To: Mike Turbak Subject: FW: Shp-37-06 Mike, I just went by and looked at this plat and it is good to go for the building permit. The turnaround is in. Rick Freier 509-892-4128 1/8/2008 Page 1 of 1 Miller, Kevin To: mturbek@spokanevalley.org Cc: Freier, Rick I - kUl0 Subject: SP-37-06 Mike, We have seen the plat map for this plat and will allow the following: We will allow lot #1 to proceed with combustible framing. We will require that lot #3 have the drive way constructed short of the pavement during the framing. We will require that the driveway be completed before either are occupied. Thanks, Kevin Miller Fire Marshal SVFD 928-1700 11 /06/2007 Jul 18 07 02:40p Evergreen Truss 5082767081 p.1 At A ‘HA At Aix A IAfk as Ave. EVERoGI .EE+N TRUSS c:SURD?' 0L1 PLE)( 2003 E. CRAWFORD, P.3. BOX _a,;., 1n6-50SS ,i LA1 ' < aS5-5084 J e 2 /��i, (504) 27fi-SiS3S = 1F t, FAX (,425') 27� ,TDB' c :� ',"' P�b8 I 71 Website: www.e-truss cae- maa c. crgrecra@1 G uss..et CUSTOMER NAME 1 •�./1J �j \ ' Property Owner Job Address C QIUOTATON/CONIRMK.-I^ Li ORDER CONFIRMATION Please sign and return white copy. QUOTE - r r I - U I CJCD `°.• ti .. -.au LIST c:v t.:uurw IuuQwing: Date Order Date Del. Date — - - Phone P.O. No. Design Load SPG BRG Valid Until Terms I-1118/i i57-0-A04 ,-t Ouan. DESCRIPTION Span ?itch Ov eMang CANT<i T.C. SIZE BA SIL E Cut AMOUNT Extensions L I R L Co C'.: . �r h oo' 7 fp' i6 44 K P aq Cc aot 7 /3r -- i ZJ 4 P a Go ,, P bit" aa 7 ,8' — — 1 y ? 1 a C o.9 S1,3 7� &/Z' go' 7 l8" ,g y &l 11 IQ C'_nmn-t- aq' 5 I&r" 18" --1 -LE a -- 1 a sF c,Dro OH' 5 i8" la' q q p — a G 1 aoer, - tP0,-.• lay' 5—— -- hi y P C.osThi:kar. ao ALL TRUSSES ARE BUILT TO ORDER AND CANNOT BE CANCELLED OR RETURNED FOR CREDIT JOB SOTE M UST EE ACCESSIBLE.- FOR OUR TRUCKS. ANY EXT=A?9n =07 _jP_NSE.„ 1LL ' _ � BE ADDED TO THE EN T �-i C_. All claims for shortages, damage, etc. musi be made at the rime of delivery, or while malarial is slip intact. This order is subject to approval by our Credit department before del:vent. Errors in computations on this quotation subject e HAVE :✓E )RED ALL c _- ^, _ ,�;al.t.NICSI .:1L_, ETC. By signing below, signor acknowledges review and accep:ance of all terms and conditions terms on the reverse side of this document. II signing for corporation, ollicer must sign FOB- Plant D7 C 0 DELIVERY I ^1w-,... 900 EL— Date of Deposit &Amount Permits � cneck :: Ili cJ 11`` G Pilot Cars Ouded Tax to correction. 1 R TRUSS ORDER. of this Quolation'Coniirmation both individually and in their By Crane Time SUBTOTAL No. including the corporate capacity. TAX �r aag Ea TOTAL jab _i DeaOS'T TOTAL rgnature: Signature/Title: ( tidy idu; nrn (For the Cerporafion) Date: SEE REVERSE SIDE FC ADDITIONAL TERMS AN ) CONDITIONS N Q 5082767081 9 9 N 8 07 '02:40p 20-0-0 14-0-0 ;ME 'ADO 1r 14-0-0 20-0-0 WILLIES CUSTOM HOMES 5/12 7112W-18°PCOH SPK VALLEY #VALDUP IOIIE MEINNISTESES 20-0-0 14-0-0 ■I■ NNIECE 14-0-0 Nalitlitti atm WillnlIgin EMIIIIIMINIME talM IiI-_11 20-0-0 A1AD 9 1 JuL 18 07 02:41p Evergreen Truss 5092767081 p.3 EVERGREEN TRUSS & 2003 E CRAWFORD - PO BOX 1283 DEER PARK, WA 99006 (509) 276-5088 Fax: (509) 276-5080 To: WILLIE'S CUSTOM HOMES 1170 S VALLEYVIEW RD POST FALLS, ID 83854 Quotation lob Number VALDIIP Page: Date: 07/18/07 15:18:43 Project: Block No: Model: Lot No: Contact: Site: 00)cc: Deliver To: Account No: 000000732 Designer: Salesperson' KELLY GRAHAM Name Phone: Fax: - (208) 818-3156 Quote Number: VALDUP P.O. Number: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: TOp P;t Height Bot. Pit. LOH ROH �..'4. . . . 6 Al ll lbs. cacti 20-00-00 COMMON 7.00 07.00-09 01.05-00 0I-06-00 ..YLL.. a 24 AlA 851bc. cash 20-00-00 COMMON 7.00 07-00-09 01.06.00 ...,d,1' °1` '5%, 2 AiADG 1001bs. each 20-00-00 GABLE 7.00 06.08.08 01-06a0 ,1�1. ilit ' 2 A1DG 20.00-00 1061In. tact GABLE 7.00 06.00-oa ul-o6.00 01.06-on 1 s , •"` ,� ••, „• 12 A2 971bs. ach 24-00-00 CommoN 5.00 05-11-05 01.06-00 01-06-00 ' i rv- " ,�(.y,r' ..-1" �/p Ii"T,.„ 2 A2SG 131 Ihs each 24-00-00 GABLE 5.00 05-11-05 01.06-00 01.06-00 • @.^,..,� 4 AGR II01bsad 124-00-00 12 X4 2X6 COMMON 05-04-01 WARNING: We warn that trusses can cause property damage or personal injury if impropaly inGallod or braced. Customer's, or his agent's axeptmce hereof shall constitute his affirm- ative rcpesentition that he is fully trained in the proper and safe methods of MISS installation and bracing. Refer to the provided pamphlet entitled 'Bracing Wood Truss: Commentary and Recommendations', published by Truss Plate tnstitme, Inc Do not cut. alter, or use damaged trusses without engineering approval. It is the customer's rcapo siblity to provide access to thejobsite. Truttes rennin our property until full payment is made. Total List Price: Misc. Taxable: SUB -TOTAL: Delivery: Sales Tax: 8.000% Selling Price: $ :,860.90 $0.00 $ ',860.90 $200.00 $228.87 S3 289.77 Jul 07,02:41p Evergreen Truss 5092767081 p.4 fjob VALDUP Truss Al TOSS COMMON ay 6 Ply 1 WILLIE'S CUST HOMES - SPK VALLEY Job Reference (optional) Evergreen Truss 8 Supply, Deer Park, WA99006 6.500 s Jan 15 2007 MiTek Industries, Inc. Wed Jul 18 15:20:54 20 7 Page 1 I -1-6-0 5-0-7 1 10-0-0 14-11-9 20-0-0 2' 1-6-0 _ 2 5-0-7 4-11-9 7.00 12 T1 ......W2 I 4-11-9 5-0-7 4x5 = 4 144 » 5 r vy2. .6-0 1 3-0 Sc le 41:38.8 6 VG 6I, 8 50 = 3x8 10-0-0 20-0-0 II 1 10-0-0 10-0-0 Plate Offsets (X,Y): 12:03-8,Edgel, 16:0.3-8 Edge) 18:0.4-0 0-3-Di LOADING(psf) TCLL 30.0 TCDL 10.0 BCLL 0.0 ' BCDL 7.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Ina YES Code IRC2006/TPI2002 CSI TC 0.26 BC 0.43 WB 023 (Matra) DEFL in (lac) Wee Ud Ved(LL) -0.13 2-8 >999 240 Ven(TL) -0.28 2-8 >851 180 i Horz(TL) 0.03 6 nta nib PLATES GRIP MT20 220/195 Weight: 88 b TOP CHORD 2 X 4 OF No.18BIr BOT CHORD 2 X 4 OF No.18BIr WEBS 2 X4DFStud/Std WEDGE Left: 2 X 4 OF Stud/Std, Right: 2 X 4 DF StudfStd REACTIONS (Ibistre) 2=105710.5-, 6=1057/0-5-8 Max Upiift2=-144(LC 3), 6=-144(LC 3) FORCES (Ib)'- First Load Case Only TOP CHORD 1-2=46. 2-3=1336, 3-0=-988, 4-5=-988, 5-6=1338 6-7=46 BOT CHORD 2-8=1033, 6-8=1033 WEBS 3-8=-313, 4-8=479, 5-8=-313 BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 5-7-3 oc purfins Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7-05; 85mph; h=250; TCDL=4.2psf; BCDL=4.2psf; Category 11; Exp B; enclosed; C-C Exlerior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) This truss has beendesigned for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads. 4) This Truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) • This truss has been designed for a five load of 20.0psf on the bottom chord in a areas where a rectangle 3-6-0 tall by 2-0-0 wide will fd between the bottom chord and any other members. 6) Provide mechanical =inedion (by others) of truss to bearing plate capable of withstanding 144 lb uplift at joint 2 and 144 b uplift at joint 6. ' 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Jul 18 07 02:41p Evergreen Truss 5092767081 p.5 Job VALDUP Truss ALA Evergreen Truss 8 Supply, Deer Park, WA 99006 1 -1-6-0 1 5-0-7 1-64 5-0-7 7.00 12 Bra II Truss Typo COMMON • DI 10-0-0 Dy 24 y 1 WILLIE'S CUST HOMES - SPK VALLEY Job Reference (optional/ 6.500s Jan 152007 MiTek Industries, Inc. Wed Jul 18 15:20:56 2007 age 1 10-0-0 14-11-9 20-0-0 4-11-9 4-11-9 5-0-7 4x4 = 4 w L X8= 1x4! 01 20-0-0 Scale 1.37.0 3x8 10-0-0 Plate Offsets (X,Y): f2:038 Edge], f6:0-3-6 Edge" 7:0-4-0,034) LOADING (psi) TCLL 30.0 TCDL 100 BCLL 0.0 BCOL 7.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress [nor YES Code IRC2006/TPI2002 10-0-0 CSI TC 0.34 BC 0.43 WB 0.24 (Matra) DEFL in (oc) pdefl Ud Ved(LL) -0.13 2-7 >999 240 Verl(TL) -0.29 6-7 >811 180 Horz(TL) 0.03 6 ilia nee PLATES GRIP MT20 220/195 Weight: 861b LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr TOP CIiORD BOT CHORD 2 X 4 DE No.1&Blr BOT CHORD WEBS 2 X 4 OF Stud/Sid WEDGE Left: 2 X 4 OF StudStd, Right: 2 X 4 OF SludStd REACTIONS (lb/size) 2=1063/05-8. 6=912/0.5.5 Max Herz2r24(LC 3) Max Up4112s 147(LC 3), 6=-87(LC 3) FORCES (lb) - Fast Load Case Only TOP CHORD 1.2=45, 2-3=-1349, 3-4=-1002, 45=1003, 5-6=-1340 BOT CHORD 2-7=1044,6.7=1063 WEBS 3-7=-313, 4-7=498. 5-7=-335 Structural wood sheathing directly applied or 5-4-2 oc purlins. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES 1) Unbalanced roof live bads have been considered for this design. 2) Wad; ASCE 7-05; 85mph; h=25R; TCDL=4.2psf; BCDL=4.2psf; Category II; Exp B; enclosed; C-C Exterlor(2); cantilever lee and right exposed ; and vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33, 3) This truss has bean designed for a 10.0 psf bottom chord live toed nonconcurrent with any other live loads, 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) - This truss has been designed for a live bad of 20.0psf on the bottom chord in al areas where a rectangle 3-6-0 lag by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 147 lb uplift at joint 2 and 87 m uplift at joinl 6. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI?PI 1. LOAD CASE(S) Standard Jul 18 07 02:41p Evergreen Truss 5092767081 p.6 Job VALDUP, Truss AlADG Truss Type GABLE ' Qty 2 Pry ; WILLIE'S CUST HOMES-SPK VALLEY 1: :Job Reference (optional) Evergreen Truss 8 Supply. Deer Park, WA 99006 6.500 s Jan 15 2007 MiTek Industries. Inc. Wed Jul 18 15:20592007 age 1 -1-6-0 1 10-0-0 20-0-0 1-60 10-0.0 10-0-0 Scale 1:38.2 4x4 = 7 ur -.. 6 8 7.00 6 22 0 86 I ( 10 3f II 2 raj 12 IIIIIII ..'y•-•Y'�Y Io �YYY�Y�Y�VPY•VY'••YY���YYY'-�YY"'���"��'Y��Y�1�Y������Y"V���"t•�• axe II 18 N t6 15 74 13 3x8 I: 3 4 • 3x8 II 20-0-0 20-0-0 Plale Offsets (X,V): 120-3-8 Edge( 12:0.3-8 Edge) [3:0-3-12 0-4-0j [12:0-3-8,Edgej, (12:0-1-0,0-3-4j LOADING(psf) SPACING 2-0-0 C51 ['EFL in (Ion) Udell Lid PLATES GRIP TCLL 30.0 Plates increase 1.15 TC 0,23 Vert(LL) -D.00 1 n/r 120 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.04 Vert(TL) -0.01 1 n/r 120 BOLL 0.0 Rep Stress Inc( NO W8 0.08 Horz(TL) 0.00 12 n/a n/a BCOL 7.0 Code IRC2006fTPI2002 (Matrix) Weight: 101 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.18Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2 X 4 OF No.18Btr BOT CHORD Rigid coiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 DF Stud/Std WEDGE Left: 2 X 4 DF Slud/Std, Right 2 X 4 OF Stud/Std REACTIONS (lb/size) 2=29020-0-0, 12=8120-0-0, 17=16220-0-0, 18=18820-0-0,19=186)20-0-0, 20=19920-0-0.21=114/20-0.0, 16=18720A-0, 15=18920-0-0, 14=18420.0-0, 13=20320-0-0 Max liorz2=27(LC 3) Max Uplift2---66(LC 3), 18=-31(LC 3), 19-37(LC 3), 20=-38(LC 3), 21=-4(LC 3), 16=-30(LC 3),15=-38(LC 3), 14=35(LC 3),13=-40(LC 3) Max Grav2=290(LC 1), 12=81(LC 1), 17=162(LC 1), 1@195(LC 4), 19=186(LC 1), 20=199(LC 1), 21=115(LC 4), 16=194(LC 5), 15=189(LC 1), 14=184(LC ), 13=203(LC 5) FORCES (l). First Load Case Only TOP CHORD 1.2=59, 2-3=-84, 3-4=-60, 4-5=-67, 5E=-67, 6.7=67, 7-8=-67, 8-9.57, 9-10=-67, 10-11=67, 11-12=-60 BOT CHORD 2.21=26, 20-21=23, 19-20=23, 18a-23, 77-18=23, 16-17=23, 15-16=23, 14-15=23, 13.14=23, 12-13=23 WEBS 7-17=-734, 6-18=-160. 5-19 -159, 4-20=-167, 3-21=-105, 8-16 -159, 9-15=-161, 10-14 -159. 11-13=-164 NOTES 1) Unbalanced roof Due bads have been considered (or this design. 2) Wind: ASCE 7-05; 85mph; h=25ft; TCDL=42ps1; BCDL=42psf; Category II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed: end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1,33. 3) Truss designed for wind loads in the plane of the Truss ony. For studs exposed to wind (normal to the face), see Mrfek Standard Gable End Detail' 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other free bads. 5) Al) plates are 1x4 MT20 unless otherwise indicated. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spared at 2-0-0 oc. 9) - This truss has been designed for a live load of 20.Dpsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 Ib uplift at joint 2,31 Ib uplift al joint 18,3716 uplift at pint 19,38 Ib uplift at joint 20,4 m upidt al joint 21,30 b uplift at joint 16, 381b uplift at pint 15,35 Ib upil at joint 14 and 40 Ib uplift at joint 13. 11) This truss is designed In accordance with the 20061nternatlonal Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Jul, 18 07 02:41p Evergreen Truss 5092767081 p.7 Job VALDUP Truss A1DG Truss Type GABLE ' OtY 2 PN 1 WILLIE'S CUST HOMES - SPK VALLEY Job Reference (optional) Evergreen Truss& Suppy, Deer,Park WA99006 6.500 sJan 152007 MiTek Industries, Inc. Wed Jul 1815:21:032: ]7 Page 1 I -1-6-0 I 10-0A 20-0-0 2 1-60 3 exe ell OI 4 l l 10-0-0 5 R -o- 5T2 f g Si3 4 1 4x4 - 7 a 8 gT 10-0-0 e .:.12 Sr 10 _ ex8 !I 11 11. -6-0 1 6-0 S Ile r 1:38,6 17 :� 3 4x8 II 22 21 20 t9 18 17 16 15 14 4x8 II axe II 3x8 11 20.0.0 20-0-0 Plate OOsets (X,1): f2:0-3-8 Ed el (2:0-3-8,Edge1 f3:03-120-4-01x (11:03-12,0-4.01 f1203.8 Edna), f12:03-8,Edgell LOADING(psl) TCLL 30.0 TCDL 10.0 BCLL 0:0 ' !COL 7.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Inc, NO Code IRC2006/TPI2002 CSI TC 023 BC 0.04 WB 0.08 (Matrix) DEFL in (loc) Vdefl Lid Vert(LL) -0.01 13 nil 120 Ver(TL) -0.02 13 nil' 120 Hor2(TL) 0.00 12 n/a n/a PLATES GRIP MT20 220/195 Weight: 106 lb TOP CHORD 2X4DF No.18Btr BOT CHORD 2 X 4 DF No.1&5tr OTHERS 2 X 4 DE Stud/Std WEDGE ,Left: 2 X 4 DF StudStd, Right 2 X 4 DF Stud/Std BRACING TOP CHORD 80T CHORD Structural wood sheathing directly applied or 6-0-0 oc purlin . Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=290/20-0-0, 12=290/20.0-0, 15=162/20-0-0, 19=188/20-0-0, 20=186/20-0-0, 21=19920-0-0, 22=11420-0-0, 17=188/20-0.0, 16=186/20.0-C 15=199/20-0.0, 14=11420.0-0 Max Uplifl2=-68(LC 3), 12=-66(LC 3), 19=-30(LC 3). 20 -38(LC 3), 21-39(LC 3), 22=-5(LC 3), 17=30(LC 3), 16=-38(LC 3), 15=-39(LC 3), 14=-5(LC 3; Max Grav2=290(LC 1), 12=290(LC 1), 18=162(LC 1), 19=195(LC 4), 20=186(LC 1), 21=199(LC 1), 22=115(LC 4), 17=195(LC 5), 16=186(LC 1), 15=19 '(LC 1), 14=115(LC 5) FORCES Qb) - First Load Case Only TOP CHORD 1-2=59, 2 -83, 3-4=59, 4S=-67, 5-6=-67, 6-7=-66, 7-5=-66, 8-9=-67. 9-10=67, 10-11=S9, 11-12=-83, 12-13=59 BOT CHORD 2-22=26, 21-22=23, 20-21=23, 19-20=23,18-19=23,17-19=23, 16-17=23,15-16=23,14-15=23, 12-14=26 WEBS 7-18=-134, 6-19=-160, 5-20=159, 4-21=-167, 3-22=-105, 8-17-160, 9-16=-159, 10-15=-167, 11-14=105 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) VAnd: ASCE 7-05; 85mph; h=25ft; TCDL=4.2psf; BCDL=42ps(; Category II; Exp B; enclosed; C-C Exlerior(2); cantilever left and right exposed ; end vertical telt and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind bads in the plane of the truss only. For studs exposed to wind (normal to the face), see MTek "Standard Gable End Deter 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All plates are 1x4 MT20 unless otherwise indicated. 6) This Truss requires plate inspection per the Tooth Count Method when this truss is chosen for qualify assurance inspection. 7) Gable requires continuous bottom chord bearing. ,8) Gable studs spaced at 2-0-0 cc. 9) • This Truss has been designed for a live load of 20.opsf on the bottom chord in a0 areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of trus to bearing plate capable of withstanding 68 b uplift at joint 2, 68 lb uplift at joint 12, 30 lb upidt atjoint 19, 381b uplift al joint 20, 391b uplift at joint 21, 5 b uplift al -pin( 22, 301b uplift at joint 17,38 b uplift at joint 16, 39 b uplift at pint 15 and 51b uplift at joint 14. 11) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIfTPI 1. LOAD CASE(S) Standard Jul 18 07 02:42p Evergreen Truss 5082767081 p.8 Job• VALDUP' Truss A2 Truss Type COMMON, OW 12 Ply 1 WILLIE'SCUSTHOMES -SPKVALLEY Jab Reference (optional) Evergreen Truss. 8 Supply. Deer Park WA 99006 6500 s Jan 152007 MiTek Industries. Inc, Wed Jolla 15:21:062007age 1 -1-6-0 I I 6-3-14 I 12-0-0 17-8-2 24-0-0 I 1-6-0 6-3-14 541-2 5-8-2 4x5 = 4 5.00; 12 \\ 2 111 1 125b- —I 6-3-14 1-6- Sal 1:45.3 1x4 // / \. L" 82 3x8 = 10 9 g --' c 3x6= 3x4 = 3x4 = 3x4 = . I 8-2-10 1 15-9-6 24-0-0 8-2-10 7-6-13 8 2-10 I Plate Offsets (X,Y): 12:0-0-6,0-0-21.16:0-0-6,0-0-21 LOADING(psl) TCLL 30.0 TOOL 10.0 BCLL 0.0 • BCDL 7.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Ina' YES Code IRC2006RP12002 C51 TC 0.32 BC 0.39 VS 0.27 (Matra) DEFL in (bc) Vdef Ltd PLATES GRIP Ved(LL) -0.09 10 >999 240 MT20 220/195 Vert(TL) -0.22 6-8 >999 180 Harz(TL) 0,06 6 n/a Na Weight: 97 Ib TOP CHORD 2 X 4 DF No.1861r BOT CHORD 2 X 4 DF No.1&Btr WEBS 2 X 4 DF Stud/Std BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 4.2.5 oc puffins. Rigid ceiling directly applied or 10-0-0 oe bracing. REACTIONS (lb/size) 2=1245/0.5-8, 6=1245/0-5-8 Max Upfdl2=-229(LC 3), 6=-229(LC 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2--45, 23-2178. 3-4=-1883, 4-5=-1883, 5-6=-2178, 6-7=45 SOT CHORD 2-10=1913, 9-10=1308. 8-9=1308, 6-8=1913 WEBS 3-10=-428, 4-10=578, 4-8=578, 5- =428 NOTES 1) Unbalanced roof We loads have been considered for this design. 2) Wind: ASCE 7-05; 85mph; h-25ft; TCOL-42ps1; BCDL=4.2psf; Category It; Exp B; enclosed; C-C Exlerior(2); cantilever left and right exposed end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) This truss has been designed for a 10.0 pit bottom chord live bad nonooncurrenl with any other Pm loads. 4) This truss requires plate inspection per the Tooth Count Method when This truss is chosen for quality assurance inspection. 5) - This truss has been designed fora five load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the boftam chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 229 b uplift at joint 2 and 229 lb uplift at joint 6. 7) This truss is designed in accordance wwh the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASES) Standard Jul 18 07 02:42p Evergreen Truss 5082767081 p.9 Job VALDUP. Truss A2SG Truss Type GABLE Oty 2 Ply 1 WILLIES CUST HOMES - SPK VALLEY —� Job Reference (optional) Evergreen Truss B Supply, Deer Park, WA 99006 6.500 s Jan 15 2007 MiTek Industries, Inc. Wed Jut 1615:21:09 20C Page 1 -1-6.0 , 6-3-14 12-0.0 17-8-2 24-0.0 2E 6-0I 1-6-0 6-3-14 5.00 1 T1 ,�� E ST3 E 5-8-2 I 2x4 = 4xS = 4 5-8-2 .=T9 /'• (i T1. , 6-3-14 1 3-0 Sc:= L45.3 II,I 01 a 1? 0 0 7 )v ' 3x6= g b _ 3x4 = 3x4 = 8-2-10 159-6 l 24-0-0 I 8-2.10 7-6-13 8-2-10 Plate Offsets (X,Y): j2:0-0-6 0-0-21 f4.0.2-0 0-0-8f I6.0-0-6 0-0-21 LOADING (pee TCLL 30.0 TCDL 10.0 BCLL 0.0 ` SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress !nor NO Code IRC2006/7P12002 CSI TC 0.37 BC 0.43 WB 027 (Matrix) DEFL in (lac) Weft Lid Vert(LL) -0.09 9 >999 240 Vert(TL) -0.22 6-8 >999 180 Horz(TL) 0.06 6 nia n/a PLATES GRIP MT20 220/195 Weight: 131 Ib BCDL .7.0 LUMBER TOP CHORD 2 X 4 DENo.1&BIr BOT CHORD 2 X 4 DF No.1&B1r i WEBS 2X4DFStud/Sld OTHERS 2 X 4 DF Stud/Std REACTIONS (Ib/size) 2=1245/05.8, 6=12450-5-8 Max Uplift2=-229(LC 3), 6=-229(LC 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2= 45, 2-3=-2178, 3-4 —1883, 4-5=-1883, 56=-2178.6-7=45 BOT CHORD 2-9=1913, 8-9=1308, 6E=1913 WEBS 3- 28, 4- =578, 45=578, 5-8=-428 NOTES 1) Unbalanced roof five loads have been considered for this design. 2) Wind: ASCE 7-05: 85mph; h=25ft; TCDL=42psf; BCDL=42p6F Category II; Exp B; enclosed; C-C Exterior(2); cantilever Ie0 and right exposed lend vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MTek -Standard Gable End Detail 4) This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrenl wih any other five loads. 5) All plates are 1x4 MT20 unless otherwise indicated. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Gable studs spaced at 2-0-0 oc. 8) - This truss has been designed for a live load of 20.opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 229 Ib uplift at jobl 2 and 229 Ib uplift at joint 6. 10) This truss is designed in accordance with the 2006 International Residential Code sections R502,11.1 and R802.10.2 and referenced standard ANSUTPI 1. LOAD CASE(S) Standard BRACING TOP CHORD BOT CHORD Structural wood sheathing directty applied or 4-2-5 oc purins. Rigid ceiling directly applied or 100.0 oc bracing. Jul 18 07 O2:43p Evergreen Truss 5092767081 p.1O rot VALDUP [wryrmnT AGR 85uWY. Doer Park WA 6-3-14 Tru8Type COMMON 12-0-0 DN IP1v WILLIE'S GUST HOMES - SPK VALLEY 2 I 2 Job Reference (e(nbre1) 6503z an 152037 MITar industries, int. Wed Jut 1815,21:112007 Pago1 17-8-2 24.0-0 63-14 tx4a 53.2 5-8-2 6-3-14 1D 8-2-10 6 54 II LD Y 7 1M10= 4v8= 15-9-6 1x4 s 24-0-0 Sons s 1:408 � )a ratio 8-2-10 74 -13 82.10 Plato Offset (X,Y): I1:0-0d,0.2-01, I5:0-4-5,0.2-0I ' LOADING (psi) TCLL 30.0 TCDL 10.0 BOIL 0.0 SCDL 7.0 SPACING 2.0-0 Plats Increase 1.15 Lumber Increase 1.15 Rep Shea Incr NO Code IRC2006?P12002 C51 TC 0.95 BC 0.32 WB 0,34 (Matrix) DEFL in (lot) Votes Lid Vort(LL) -028 55 .999 240 Vert(il.) -0.52 5-6 .544 180 Hoa(tt) 0.09 5 Ma Me PLATES GRIP MT20 220,195 Weight; 221 lb LUMBER TOP CHORD 2 X4 Pc No.18BW BOT CHORD 2 X 6 DF 2400E ZOE WEDS 2 X 4 DF No,1&Sir'Except' t12 2 X 4 DFStudISld, Wt 2 X 4 DE SIud/Sid REACTIONS (Iashhe) 1.5959I05-8,5=5959/0-54 has Uplft1=576(LC 3), 5=-676(LC 3) FORCES (b)- Fad Load Case Ony TOP CHORD 1.2--11169, 2-3=-10877, 3-Nc-10Bn, 45=-11169 BOT CHORD 1-8-10246, 74.6957, 6-7.6957, 55•10246 WEBS 2-8.471, 3-8 4940, O-W 940. 4.6•-471 BRACING TOP CHORD DOT CHORD Structuralwood sheNhfn9 directly appsod or 2-S-1 oc puffins. Rigid ceiling Weedy applied or 10-0-0 oo bracing. NOTES 1)2-ply buss to be connected logothor with 10d (0.131,63) nab as000 wr.; Top ctordsconnected ao follows:2 X 4-1 cow at 0-9-000. Bottom chords connected as lolow :2 X 6.2 roves al 0-9-Doc, WCt =waded as (Mows: 2X 4-1 row at 0-90«. 2) Al bads are oonsi0orod actually appledto a0 prat_. axonal 6 noted as front (F) or back (El) face in the LOAD CASE(S) section. Ply to ply connod'ons have been provided to do0ibute only bads noted as (F) or (0), utile=othennho indkalod. 3) Unbalanced rod ran bads have bean considered for his dedgn. 4) Wild: ASCE 745; 85mph; h.256; TCDL.4.2pcf; BCDL.42pd; Category 8; Exp 6; enclosed; C-C Extodor(2); canbMvor bB and fight rammed ; and vedi®l bD and right exposed; Lumber D01..1.33 Moto grip D0L•1.33. 5) The truss hos been designed for a 10.0 pal bottom lord live bad nonconwrrent with any other kve tads. 6)Tho tress requires phte Inspection pot the Tooth CouM Method when the truss Schwan far quaky assurance 10spodion. 7)' The truss hat boon dngned fora rive bad of 20.Opd on Iho bottom chord in 88 areas where rectangle 3-6-0 WI by 2-0-0 wide w8 rot between the bottom Word and any other Rin e. 8) P<Oviie mechanical connection (by other.) of trues to bearing plate capable orwllbsandag 676 bupr4l at Mini 1 and 676 b uplift at total 5. 9) Theirua edasgned In accordance with the 2006 Inlomational RoddoMhl Codo sedans R502.11.1 and R8D2.10.2 aM referenced standard ANSIRPI 1. 10) Girdanrries Bain xpvn(s): 20-0-0 from 0-0-0 to 24-0-0 LOAD CASE(S) 1) Rogubc Lumber InOrease.1.15, Plata Inao0w=1.15 Uniform Loads (pm Vert 1-3=410, 3-5.-00,1-5=426(Fn412) 2) IBC BC Leo: Lumbar Incronw.125, Plate Inueam.1.25 Continued on .,.. 2 Jul 18 07 02:43p Evergreen Truss 5092767081 p.11 Job VALDUP Truss AGR • Evergreen Truss 8 Supply, Deer Park, WA 99006 Truss Type COMMON LOAD CASE(S) Uniform Loads (plf) Vert: 1-3=-20, 3-5 -20, 1-5—183(F=149) 3) C-C Wind: Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (pp) Vert: 1-3=22, 3S--22, 1-5=35(F=44) Horz: 1-3=-30, 3-530 4) 1st unbalanced Regular, Lumber Increase=1.15, Plate Increase=t.15 Uniform Loads (p1f) Van: 13=-80, 3-5=-20, 1-5=-426(F=412) 5) 2nd unbalanced Regular. Lumber Increase=1.15, Plate Inaease=1.15 Uniform Loads (pit) Vert: 1.3=-20, 3-5=-80, 1-5=-426(F=-412) On, 2 WILLIE'S CUST HOMES - SPK VALLEY Job Reference (optional) 6.500&Jan 152007 MiTek Industries, Inc. Wed Jul 1815:21:11: 07 Page2